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• 31 August 2005 AGE-NC Project No 96-0232 Page 5 of 30 respectively Analytical results of soil and grab water samples are summarized In Tables 2 and 3 A report of findings(Quarterly Report-September 1997, dated 16 October 1997)was prepared by AGE and submitted to the SJCEHD • June 1998- One ground water monitoring well (MW-5) was installed on-site at a depth of 25 feet bsg and two ground water monitoring wells (MW-6A/B and MW-7) were installed off-site to depths of 48 feet and 241/2 feet bsg, respectively Boring logs and an as-built well construction descriptions of wells MW-5, MW-6 and MW-7 are in Appendix F Based on soil composition data obtained from MW-5,MW-6 and MW-7,cross sections A-A 'and B-B' were constructed depicting the general subsurface soil composition on-site and off- site (Figures 5 and 6, respectively) Laboratory analysis of soil samples collected from MW-6 and MW-7 did not detect any constituents of concern,soil samples were not collected from MW-5 Laboratory analysis of groundwater samples detected TPH-d from wells MW-5 and MW-6(A and B) at concentrations as high as 280 µg/l,MTBE was detected from wells MW-6 (A and B) and MW-7 at concentrations as high as 14 µg/l Analytical results of soil and ground water samples are summarized In Tables 2 and 7 A report of findings(Quarterly Report - July 1998, dated 24 August 1998) was prepared by AGE and submitted to the SJCEHD • February through December 1999-An Initial grab water sample collected from the Rocky's Restaurant domestic drinking water well (RDW-1) detected MTBE at a concentration of 7 6 µg/l, between April and December 1999, laboratory analysis of RDW-1 grab water samples detected MTBE at concentrations ranging from less than 1 µg/l to 18 µg/1 Analytical results of the Rocky's Restaurant Domestic Well (RDW-1) grab ground water sample are summarized In Table 8 A report of findings(Quarterly Report-February 1999, dated 10 May 1999,Monthly Report-February 2000, dated 20 March 2000) was prepared by AGE and submitted to the SJCEHD • March 2000-Seven soil borings (P6 through P 12) were advanced to depths of five feet bsg to assess soil-gas vapor concentrations near the existing fuel dispenser and UST system (Figures 2 and 3), boring logs for P6 through P 12 are in Appendix F TPH-g, benzene and MTBE were detected In the P6 sample,near the south fuel dispenser area, at concentrations of 600 pg/l, 0 5 pg/l and 2 5 µg/1, respectively Analytical results of soil-gas vapor samples are summarized In Table 4 A down-hole video camera probe was conducted at the Rocky's Restaurant domestic water well RDW-1 The video probe revealed perforated well screen between 67 and 76 feet bsg, between 87 and 104 feet bsg and between 130 and 142 feet bsg,the bottom of the water well casing below 142 feet bsg was filled with sediment Two ground water pumps were removed from the well prior to video camera probing activities, the bottom of the first pump (fire water) was set at 84 feet bsg and the bottom of the second pump (potable water) was set at • 105 feet bsg According to well Installation records reviewed at the SJCEHD, the sanitary Advanced GeoEnvironmental,Inc